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Atlantic Boulevard 801 I 1 15: ELECTRICALS (A) All electrical work shah conform to the requirements of the National Electric Code and to the requirements of all local codes and ordinances having Jurisdiction over the work. Wiring shall be insulated conductors enclosed ln ` :. galvanized rigid steel conduit or electrical tubing, with water tight connectors. All motors shall be connected with two feet of Ilquld-tight flexible conduit. Provide- all fixtures, lamps, devices, outlets, switches, controllers, controls, panels, wire, wiring, connections and electrical Indicated on or reasonably Implied by the drawings. Connection of all electrical equipment, cooler and display doors, cc#pressors and signs shall be donj by the Electrical Contractor. (B) Furnish , mount two 1500 Watt quartz flood-lights on top of sign. (C) Exhaust 110n Toilet Room) shall be Nutone model 8870 or equal . Furnish cQmp,l ete with rain cap. 6 PLUM 1 NG i o�' (A) All plumbing wo#k shall conform to the Southern Plumbing Code, the Sanitary Code of the State of Florida, and to the requirements of all local codes and ordinances having Jurisdiction over the work. M Plumbing Contractor shall be responsible for furnishing and Installing all plumbing fixtures and trim as specified herein of reasonably Implied by the drawings and specifications. (C) Water piping shall be Type L, hard drawn copper with wrought copper solder fittings or galvanized screw pipe. (D) grain piping shall be service weight cat iron or PVC, where local codes permit, within the building and under pavement. Extend drain piping five feet beyond building line before connecting to salt-glazed vitrified clay sewer pipe. (E) FIXTURES: 1 . Water Closet: American Standard, elongated Cadet 2109.056 with open-front seat similar and equal to Church 5200.043 2. Lavatory: American Standard, wall hung, size 19" x 17" Regalyn 4867.016 Supply: 2306.017 p Trim: 2200. 12 with pop-up drain. 3. Sink at Check-Out Island: American tandard, stainless steel , 20,,9pV9u1 size: 25111/4" x 1883/4" Festival . 5024.P7 Trim: 4150..0 t,7,„with 4331.013 crumb strainer. 4. Service Sinks Single compartmet laundry tray, size: 241'x24'1xl8"deep, Galvanized sheet metal on painted steel angle support. 5. Water Heaters 20 Gal ., double element, glass lined, 10-year warr'ty. 17. PAVINGs (NOT IN THiS CONTRACT.) (A) Furnish and install all asphalt paving as shown on the drawings. 1. Base Course: shall be 4" thick crushed Ilmerock, properly graded. 2. Prime Coat shall be RC-15. 3. Wearing Course shall be 1»1/4” thick asphaltic,concrete Type 11 and shall have a minimum density of 1800 lbs. (0) Stripe parking spaces as indicated by the drawings. Paint shall be :white, *,traffic-resistant pavement paint. 18. COOLER ROON bOORSs (A) Furnish and Install complete cooler room storage shelving and doois as noted. (U) Walk-through door: Anthony Manufacturing Co. (See address below.) ' Pass thru sodul 2500, 1/3 glass, 2/3 solId .core for opening 36tlnches x 79 inches, hinge RIGHT Furnish complete wi*h heater and threshold (C) Reach-thru doors and shelving: Anthony i'lanufacturing Co., 12812 Arroyo Street, San Fernando, Callfornia, 91342 (Quan i ty) lila', Model 1000 doors, size X-1/4"x67" LEFT hinged (Finish shall be as selected by Owner.) 15 Curved front 11 gilt fixtures. Shelving: (5 Tier) 40 Flat with tags 10 Flat with no tag. 10 Extenders 6 hell racks with tag 6 Baskets with tag. If Decorator handles IOne for Walk-thru door) Furnish complete with door heaters and frame heaters. i 19. STOREFRONT: (A) Kawneer Company, 1 . Entrance doors: (U. A., 120 H. 0.) derr4 stile "190 Style L push b Puli Size as scheduled on the drawings. 2. Division bars: No. 14-36i end 24-254 3. Sashi No. 10-402 4. Masonry Jamb covers .040 flat aluminum , sheet-hemqud edges 5. Glasss 7/32" thick plate page 5 II. DRYWALL, STUCCO, AND PLASTER: (A) Furnish and Instail all drywall, plaster and stucco work called for on the Finish Notes or indicated on the drawings. • (8) Drywall : Wallboard: 1/2" thick gypsum with toper-ad edge. Gold Ekond or equal . Tape: Perforated tape:Jointsystem. Gold Bond or equal . Application: Application shall conform to the specifications of Gold Bond for single layer application on wood framing. ( (C) Plaster and Stucco: 1 . Metal lath 3/8" rib expanded weighing not less than 3.4 lbs. per square yard. All metal lath shall be galvanized. 2. Stucco: Scratch Coat: I part Portland cnt 3 parts sand 10% Ilmo putty Finish Ccat: (with sand finish) I part white Portland r 'nt 3 parts sand 10% lima putty 3. Cement Pj$ster:(applled direct to styrofoam Insulation in Cooler Room Scratch Coat: I part Portland cement 3 parts sand 1/4 part lime putty Finish Coat: (smooth finish; shall be scored in 36" square panel3 as Indicated on the drawings.) I part white Portland r'qtment 3 parts sand 1/4 part lima putty. 12. FINISH HARDWARE: (A) Furnish all hardwata necessary for the completion of the Job. (B) Each stood door shall have i dl/2 pair butts and passage locks. Provide door stops wham necessary. Toilet Room door shall have turn lock from inside. Locks shall be Walser, US 28 finish. (C) For Specification of non-wood doors refer to sections 10 and 19 of �,thesa specifications. 13. ACOUSTICAL. TILE: (A) Furnish and install acoustical the calling in suspension grid system in Sales Area only. (See Reflected Calling Flan.) 03Y Susper►sion system shadi be an' ejpvsed'ffatal grid susprens(on system conslsting vf' rrain carriers and Intarlocking' crots tees. Finish of exposed members shall be baked enamel or aluminum. Grid sire shall be 2 feet by 4 feet, (See Reflected Gelling Pian of the Drawings.) (C) Acoustical the shall be similar and equal to Safatone Acoustiform lay-in panels as manufactured by the Celotex Corporation. Tiles shall be Stippled pattern, size 2 feet by 4 feet by 3/4 Inch thick. (D) Perforated cement-asbestos soffit panels (when Mansard Alternate is used) shall be similar and equal to Gold Bond's Standard Perforated Panels with 3/16 " holes at 1/21' centers each way. All panels shall have a ripple-tone texture and white finish. Panel size shall be 2 feet by 4 feet by 3/16" thick. Install panels In exposed suspension grid system specified above. Provide hold-down 11novQrs"to counteract wind uplift. 14. PAINTING: (A) Tnis Contractor snail furnish all labor and materials to gompleta all painting and caulking as shown on the drawings or specified herein. (B) This Contractor shall inspect all surfaces to be painted for suitability of paint finishes. Any .cork lacking In sultaoility shall be brought to the attention of the General Contractor for correction prior to the application of any finish. (C) 'All coldrs shall be as selected by the Owner. (D) All surfaces to. be painted shall be caulked, cleaned and filled as required prior to painting; (E) PAINT: Only first line paint shall be accepted as mainufactur?d by Pratt & Lamber M µY Glidden, Sherwin Williams, or Pittsburg. I. Exterior and Interior masonry (except brick)t 2 Coats Poky-vinyl Acrylic. 2. Wood doors and trim: 1 Coat clear primer-sealer, 2 Coats varnish. 3. Drywall surfacest 2 Coats Poly-vinyl Acrylic. 4. Concrete porch: 2 Coats Vinyl Acrylic latex on 1 Coat masonry filler. page 4 6. STRUCTURAL STEEL: (A) This Contractor shall furnish all steel bar Joists and beam, C� lumn, anchors, plates, miscellaneous angles and clips shown on the drawing. (B) Structural steel beam and column shall have one brushed coat of zinc chromate paint or two coats if sprayed. (C) Open web steel ,joists shall be constructed in accordance with SJI Specifications and shop coated with asphalt base metal protective paint. Bridging shall be provided as shown on the drawings. All Joists shall be straight and plumb. Welds shall be a minimum of 2" of 1/4" fillet weld. (D) All steel shall be designed, fabricated, and erected in accordance with the specifications for the "Design, Fabrication and Erection of Structural Steel for Buildings" and with the Code of Standard Practice of the American institute of Steal Construction. 7. ROOF DECK: (A) This Contractor shall furnish and Install all materials to provide the complete insfallatlon of a poured gypsum roof deck. 1. Sub»purlins:. Size and weight as Indicated by the drawings. Spaced at 32 5/8" o.c. Welded to top of bar Joists. One shop coat of lead base paint. 2. Permanent Formboard: 1/2" Gypsum Formboard natural surface. 3. Reinforcing Mesh: All reinforcing mesh shall be galvanized. All poured deck shall be reinforced with "Kaydeck" or equal . 4. Gypsum Concrete: Gold Bond Metro-Mix or equal . Thickness varies as indicated by tho drawings. 8. ROOFING AND SHEET METAL: (A) This Contractor $fall furnish and install all materials .;ltd complete all roofing and sheet metal work indicated on the drawings or specified herein. (8) Bullt-up roof shall be Barrett Bond Ply with slag topping, 20 year type roof Installed in accordance with the manufacturer's specifications for application on a poured gypsum roof deck. (C) Sheet metal for gutters, downspouts, drip and gravel stops, flashin4 and cuunterflashing, etc, shall be 26 gauge galvanized steel. (D) Solder shall conform to the requirements of the current Standard Specifications of the ASTM, and shall be composed of half pig lead and half block tin, all new materials. (E) Flux for use In connection with soldering shall be acid. (F) Flashing cement shall be heavy-bodied plasttc cement which will set up hard atter application. Phillip Carey Co. "Elastigum"' or equal . (G)Lead flashing shall ba furnished by the plumber and installed by the roofing contractor. 9. MISCELLANEOUS CARPENTRY: (A) All lumber, timbers and dimensional material used throughout shall be No. 2 Gammon Southern Yellow Pine, kiln dried, or construction grade Western Cedar. Memuars with uxcossive warpage or twist shall not be used. Joists shall be Installed with crowns up. (U) All finish woods shall be of the best of their respective kinds, clean and free too loose knots or other defects or wood which ,4111-ing and painting will cover.. (C) Wood paneling shall be 1/4" thick, pre-finished plywood as selected by the Owner. Install with nails colored to match .paneling selected. Size: 4' x 8' sheets. (U) Glazed, pre-finished wall panels shall be 1/8" thick pegboard, "MARLITE" as manufactured by the Marsh Wall Products complete with all moldings necessary for a complete Job. (E) Doors snail ue as sc4 uled can tnn drawlnys. (F) All wood placed In contact with concrete 'or masonry shall be No, 2 Common Southern Yellow Pine, pressure treated. (0) Provide ulocking at eaves, see Wall Sections. (H) Plywood shall be ()FPA interior with exterior glue of the sizes and grades Indicated on the drawings. 10. INSULATION 114 COOLER ROOM: (A) Furnish and install all materials to cover all walls and tailing of cooler roam. 1. Insulation: 4" expanded polystyrene or expanded urethane of equal thickness. Rigid board type applied in two layers with broken Joints. Second layer secured with wood skewers. 2.�AWaIJAtj,0 won Block Walls: Set in place with Cement Mortar. 3 parts masons' sand 1 part portland cement / 15% lime. -:- 3. installation on Wood Partition and Calling: apply same as for bloc. walls except first Install a vapor barrier paper (Mostop) securely fastened to the sheathing with fibre tag o "-� large headed galvanized nails. Add, latex additive in portland cement mortar use to fasten first layer of insulation. page 3 1. GENERAL CUNDITIONS^ The "General Conditions of the Contract for Construction", AIA Document No. A-201, 1967 Edition, Is by reference made a pari of this Contract between the Owner and Contractor. Copies are on file and may be referred to at the office of the Owner, or may be purchased at a nominal charge from any dealer In Architects' supplies. 2. SPECIAL. CONDITIONS: (A) The. Contractor shallrovide a t P ",rary toilet facility, In compliance with the. regulations of the Florida State Board of Health and applicable focal codes and ordinances, (8) The Contractor shall provide 'and maintain well-built batter-boards at all corners ofgthe building. As the work progresses, the, Contractor shall lay out on the wood forms the exact locations for all partitions as a guide to all trades. (C) The Owner shall purchase and maintain adequate property Insurance. 3. SITE PREPARATION EXCAVATION ANU GRADING: (A) The Contractor shall visit the site of the work prior to submitting his bid and thereby Inform himself fully as to the conditions at and surrounding the site, and under which he must carry out the work. (8) In general the Contractor shall clear and excavate for the building area, trenches under the building , and all other parts shown to be below the present grade. (CY The elevation of the finish floor shall be a minimum of 8" above the surrounding existing grade. All finish grades shall slope away from the building and drain to the street at a slope not less than 1" in 10 feet. The entire site shall be finish graded. (0) Existing soil shad be compactegi prior to the application of any required fill, dirt. Fill dirt shall be compacted in layers of 6", All fill dirt shall be C:I.egn sand free of debris or other organic matter. Earth excavated from footing trenches may be used as fill under slabs if free of organic matter. (E) Excavation's for footings shall be kept free of standing water, muck, or debris. Care shall be taken to prevent walls of footing excavations from caving In. Excavations carried to deep may be back-filled and thoroughly compacted. (F) Any sub-surface water or wet_.conditlons shall be Immediately brought to the attention of the Owner and the Architect. (G) All trees on the site occurring within In feet of the building,and those occurring within the area of the site designated to receive paving, shat ) be removed. All other trees shall be protected from the progress of the work at jhe d scret(on of the Owner. (H) The entire site shall be cleared of woods and underbrush. A• CONTE. (A) Transit or plant mixed concrete sha11 be oad. Alt concrete shall have a minimum compressive strength of 2500 PSi at 26 days. Maximun slump for all concrete shall be 40, Concrete for fulled cells and pilasters shall have aggregate grades up fn 1/2111"..... /2" . All concrete floogs shall. be.trgweled to a smooth, fin)sh. (8) Finished concrete shall be kept damp continuously- for not less„than 72 hours after pouring, (C) Reinforce all concrete slabs with 6” x 6" 10 gauge welded wire mesh. (D) Reinforcement for beaus, pilasters, filled cells and etc. shall be deformed bars .of the sires indicated on the drawings. All bars shall be free of rustoscale, dirk and any other substance that shgjl Interfere with the proper bonding.of the concrete. , A 1 I stee I sha l i have ark f 1l*: A,000 PS I. (E) This Contractor shall properly sset all anchors for steel and wood plate fastening. Anchors shall be furnished by Steel Contractor. (F) Vapor, barrier shall be polyethylene film extruded onto bath sides of a waterproof paper reinforced. "MOISTOP", grade 295, as manufactured by the Sisaikraft " UIv(sion of the St. Regis Paper Co, or approved equal. Lap;all joints minimum of 6". 5. MASONRY: (A) .This Contractor snail furnish and install all brick, concrete block, and other masonry work indicated on the drawings or specified herein. (U) Bricks shall be clay face brick, sizat- 3- 3/4" x 2- 1/4" x 811, as selected by the Owner. All exposed vertical and horizontal Joints snail ue raked. Provide crimped galvanized metal wall ties as indicated by the drawings. No acid shall be used to clean brick. (C) Concrete masonry units shall be of the type and sizes Indicated by the drawings. Vertical ,Joints shall be flush and horizontal ,joints tooled where exposed, Interior and exterior of building, Provide ladder-type galvanized metal horizontal Joint reinforcement as Indicated by the drawings, equal to "DurlA&Wall% (D) Joints shall uniform and approximately 3/8" wide. (E) Mortar shall be a waterproofed mix complying with the Southern Standard Building Code, 1965 edition, Mortar Type M or S. (F) Sand shall be clean, washed sand complying with AST14 standards C33, current revision. (G) All work shall be plumb and true and built accurately to accomplish the results Intended or reasonably implied by the drawings. Where necessary all measurements shall be verified at the site. (H) Ail filled coils ,0�ndgj l.asters Indicated on the drawings shall be filled with- •" concrete from footing to' tie beam, Dowels shall be extended 16" above top of footing --. and welt reinforcing bars shalt exten& to within 4" of the top of the tie beam. page 2 A CONVENIENCE STORE FOR JIFFY FOODS , I NC. SPECIFICATION, S section Title page I General Conditions 2 2 Special Conditions 2 3 Site Preparation, Excavation and Gjading 2 4 Concrte 2 5 Masonry 2 6 Structural Steel 3 7 Rc)of [lack 3 8 Roofing and Sheet Metal 3 9 MIsCllaneous Carpentry 3 I© Insulation in Cooler Room 3. 11 Drywall, Stucco, and Plaster 4 12 Flnl.sh Hardware �. ,.. 4 13 Acoustical Tile _. 4 14 Painting 4 15 Electrical 5 16 Plumbing 5 ` U 17 Paving 5 18 Cooler Room Doors 5 19 Storefront 5 r i F page . _' 3alda3$ 1NIad�Olf� 3a1sH1A05 r o a UcvEp v e[, D U t C' Pi W [4 r`h4-7 a cn� ' • �o' a �P4 IVA 404 U] GW • W C3qPli rj n tp c� W H t�i Qi O ky w �+ "Ji U •w t I Y vi4J 4J 4J m y 00 pe s u . a H E+ y 41 y Sa ti r q ' w fx7ORU ► U`O � � U • KM- I-lo.-r A Q u 40 to 5 44 41 go cau 174 "113 T p co cd EA :33 A 4 u\ r H E-4 HO r t 1 4 9 t. 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